Plan Review Notes
Plan Review Notes For Permit 17020981
Permit Number 17020981
Review Stop B
Sequence Number 2
Notes
Date Text
2017-04-20 11:15:06BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020981
 ADD: 3500 S. DIXIE HWY.
 CONT: MIKE MOORE CONSTRUCTION
 TEL: 561-301-9468
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. FEB. 27/ 2017
 ACTION: DENIED
  
 1-3) COMPLIED.
 4) 2ND REQUEST. WIND DESIGN CALCULATIONS DESIGNED BY
 ALVARO VASQUEZ P. E. WERE SUBMITTED AS A PAPER DOCUMENT
 THAT WAS DIGITALLY SIGNED THEN PRINTED AND SUBMITTED TO
 THE BUILDING DEPARTMENT. PLEASE SHOW COMPLIANCE WITH
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
 1ST ROUND OF COMMENTS. SHEET A12 SHOWS THE ELEVATIONS
 FOR THE NEW STOREFRONT WINDOW AND DOOR SYSTEM. THE
 PRODUCT APPROVALS FOR EACH SYSTEM HAVE BEEN SUBMITTED
 BUT THERE IS NO WIND DESIGN CRITERIA TO VERIFY THE
 PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 4.2. RISK CATEGORY.
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  


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